ABL FIRE PROTECTION 300 HOKE STREET RALEIGH, NC 919-835-2225 Job Name : Building : TOWER Location : 4501 CREEDMOOR DR RALEIGH NORTH CAROLINA System : 18TH-2 FLR Contract : Data File : SOLEIL 18-2TH.WXF
ABL FIRE PROTECTION Page 1 HYDRAULIC DESIGN INFORMATION SHEET Name - SOLEIL CENTER - 11-25-07 Location - 4501 CREEDMOOR DR RALEIGH NORTH CAROLINA Building - TOWER System No. - 18TH-2 FLR Contractor - Contract No. - Calculated By - JSB Drawing No. - FP-47 Construction: ( ) Combustible (X) Non-Combustible Ceiling Height VARIES OCCUPANCY - RESIDENTIAL S Type of Calculation: (X)NFPA 13 Residential ( )NFPA 13R ( )NFPA 13D Y Number of Sprinklers Flowing: ( )1 ( )2 (X)4 ( ) S ( )Other T ( )Specific Ruling Made by E M Listed Flow at Start Point - 25.6 Gpm System Type Listed Pres. at Start Point - 14.5 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 18' x 18' ( ) Deluge ( ) PreAction E Domestic Flow Added - 720 Gpm Sprinkler or Nozzle S Additional Flow Added - 100 Gpm Make TYCO Model LF-II I Elevation at Highest Outlet - 180 Feet Size 1/2 K-Factor 4.9 G Note: Temperature Rating 155 N Calculation Gpm Required 176.10 Psi Required 231.124 AT PUMP DISCHARGE Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A of Test - Rated Cap. 1000 Cap. T Time of Test - @ Psi 180 Elev. E Static (Psi) - 106 Elev. 0 R Residual (Psi) - 92 Other Well Flow (Gpm) - 1470 Proof Flow Gpm S Elevation - 0 P Location: P L Source of Information: Y
Water Supply Curve (C) ABL FIRE PROTECTION Page 2 City Water Supply: Pump Data: Demand: C1 - Static Pressure : 106 C2 - Residual Pressure: 92 C2 - Residual Flow : 1470 City Water Adjusted to Pump Inlet for Pf - Elev - Hose Flow A1 - Adjusted Static: 78.654 A2 - Adj Resid : 59.292 @ 1000 A3 - Adj Resid : 422 @ 1500 P1 - Pump Churn Pressure : 198 P2 - Pump Rated Pressure : 180 P2 - Pump Rated Flow : 1000 P3 - Pump Pressure @ Max Flow : 117 P3 - Pump Max Flow : 1500 City Residual Flow @ 0 = 4390.85 City Residual Flow @ 20 = 3921.60 City Water @ 150% of Pump = 91.47 D1 - Elevation : 76.009 D2 - System Flow : 126.102 D2 - System Pressure : 231.124 Hose ( Adj City ) : 770 Hose ( Demand ) : 50 D3 - System Demand : 176.102 Safety Margin : 43.164 300 280 Al + P1 260 P 240 R 220 D3 E 200 S 180 S 160 U 140 R 120 E 100 80 60 40 D2 C1 D1 A1 A2 + P2 A2 A3 + P3 C2 A3 20 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N ^ 1.85 )
Fittings Used Summary ABL FIRE PROTECTION Page 3 Fitting Legend Abbrev. Name ½ ¾ 1 1¼ 1½ 2 2½ 3 3½ 4 5 6 8 10 12 14 16 18 20 24 B Generic Butterfly Valve 0 0 0 0 0 0 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E 90' Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 S Generic Swing Check Valve 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130 T 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zaf Ames 3000SS Fitting generates a Fixed Loss Based on Flow Zai Ames 4000SS Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Length Units Flow Units Pressure Units Inches Feet US Gallons per Minute Pounds per Square Inch
Pressure / Flow Summary - STANDARD ABL FIRE PROTECTION Page 4 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 1 18 4.2 45.82 na 28.43 0.1 256 14.5 2H 176.5 4.9 43.72 na 32.4 0.1 324 12.0 2 18 46.58 na 4H 176.5 4.9 49.53 na 34.49 0.1 324 12.0 4 18 53.31 na 6 18 4.2 53.73 na 30.79 0.1 256 14.5 3 18 56.0 na 5 18 56.6 na 7 18 58.2 na 8 18 107.63 na AA 18 121.56 na BB 18 125.73 na 18 18 126.36 na 19 18 127.49 na 20 18 128.61 na 21 18 134.55 na 18TH 18 150.17 na 5 LZT 24.5 217.94 na CON 17.5 221.04 na LZD 17.5 231.12 na LZS 17.5 76.29 na RED 17.5 76.36 na MF4 3.0 82.66 na DI 1.0 95.85 na HDI -3.0 97.62 na 5 HD2-3.0 97.69 na 72 POC 1.0 99.8 na The maximum velocity is 20.5 and it occurs in the pipe between nodes 2 and 3
Final Calculations - Hazen-Williams ABL FIRE PROTECTION Page 5 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1 28.43 1.101 5.790 45.824 K Factor = 4.20 to 150 2 28.43 0.1304 5.790 0.755 Vel = 9.58 28.43 46.579 K Factor = 4.17 2H 32.40 0.874 1T 8.053 0.500 43.722 K Factor = 4.90 to 150 8.052-1.516 2 32.4 0.5113 8.552 4.373 Vel = 17.33 2 28.43 1.101 1T 9.563 8.130 46.579 to 150 9.562 3 60.83 0.5327 17.692 9.425 Vel = 20.50 60.83 56.004 K Factor = 8.13 4H 34.48 0.874 2E 8.053 1.170 49.530 K Factor = 4.90 to 150 8.052-1.516 4 34.48 0.5740 9.222 5.293 Vel = 18.44 4 1.101 1T 9.563 8.130 53.307 to 150 9.562 5 34.48 0.1864 17.692 3.298 Vel = 11.62 34.48 56.605 K Factor = 4.58 6 30.79 1.101 2E 7.65 12.380 53.727 K Factor = 4.20 to 150 1T 9.563 17.212 7 30.79 0.1511 29.592 4.472 Vel = 10.38 30.79 58.199 K Factor = 4.04 3 60.83 1.598 6.920 56.004 to 150 5 60.83 868 6.920 0.601 Vel = 9.73 5 34.49 1.598 8.000 56.605 to 150 7 95.32 0.1992 8.000 1.594 Vel = 15.25 7 30.78 1.598 2E 11.656 124.500 58.199 to 150 1T 11.656 23.312 8 126.1 0.3344 147.812 49.430 Vel = 20.17 8 1.598 1T 11.656 300 107.629 to 150 11.656 AA 126.1 0.3344 41.656 13.930 Vel = 20.17 AA 2.157 1T 12.307 23.250 121.559 to 120 12.307 BB 126.1 0.1173 35.557 4.170 Vel = 11.07
Final Calculations - Hazen-Williams ABL FIRE PROTECTION Page 6 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn BB 2.157 5.420 125.729 to 120 18 126.1 0.1172 5.420 0.635 Vel = 11.07 18 2.157 9.580 126.364 to 120 19 126.1 0.1172 9.580 1.123 Vel = 11.07 19 2.157 9.580 127.487 to 120 20 126.1 0.1173 9.580 1.124 Vel = 11.07 20 2.157 1E 6.153 44.500 128.611 to 120 6.153 21 126.1 0.1172 50.653 5.939 Vel = 11.07 21 2.635 1B 9.61 4.500 134.550 to 120 9.610 15.000 * Fixed loss = 15 18TH 126.1 442 14.110 0.624 Vel = 7.42 18TH 50 6.357 4E 70.411 251.000 150.174 Qa = 50 to 120 1T 37.72 120.704 67.347 LZT 176.1 011 1B 12.573 371.704 0.419 Vel = 1.78 LZT 6.357 1T 37.72 100 217.940 to 120 1B 12.573 50.293 3.032 CON 176.1 011 60.293 67 Vel = 1.78 CON 6.357 1S 40.235 5.000 221.039 to 120 1E 17.603 70.411 100 * Fixed loss = 10 LZD 176.1 011 1B 12.573 75.411 85 Vel = 1.78 176.10 231.124 K Factor = 11.58 System Demand Pressure 231.124 Safety Margin 43.164 Continuation Pressure 274.288 Pressure @ Pump Outlet 274.288 Pressure From Pump Curve -197.998 Pressure @ Pump Inlet 76.290 LZS 6.357 1E 17.603 5.000 76.290 to 120 1G 3.772 59.095 RED 176.1 011 1T 37.72 64.095 72 Vel = 1.78 RED 8.249 1B 14.094 12.500 76.362 to 120 1T 41.108 55.202 6.280 MF4 176.1 003 67.702 21 Vel = 1.06 MF4 8.249 1Zai 1.000 82.663 to 120 1E 21.141 21.141 13.179 * Fixed loss = 12.313 DI 176.1 003 22.141 07 Vel = 1.06
Final Calculations - Hazen-Williams ABL FIRE PROTECTION Page 7 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn DI 8.27 1F 14.234 45.000 95.849 to 140 1G 6.326 104.382 1.732 HDI 176.1 002 1T 55.354 149.382 36 Vel = 1.05 1E 28.468 HDI 50 10.28 2F 33.148 4200 97.617 Qa = 50 to 140 1T 75.336 116.018 HD2 226.1 001 1G 7.534 536.018 69 Vel = 0.87 HD2 720 10.28 1F 16.574 131.000 97.686 Qa = 720 to 140 2G 15.067 31.641 1.822 * Fixed loss = 3.554 POC 946.1 018 1Zaf 162.641 0.297 Vel = 3.66 946.10 99.805 K Factor = 94.70